Cultural, scientific and
educational aspects of Hydraulics and Hydraulic Structures are
addressed with respect to the study of water problems in the context of Civil,
Environmental and Land Management Engineering. These concerns and
investigations are of relevance to all of the water problems that are managed
and steered by important regional and state agencies in the
Research relating to
hydraulic protection from surface water is mainly devoted to the evaluation and
management of hydraulic risk through the development and application of one and
two-dimensional mathematical models of shallow water flows, design and
validation of flood detention basins, etc.. Other important topics concern
debris flow dynamics, with emphasis on fluid rheology and flow propagation,
sediment transport, and pollution modelling at the basin scale.
These areas of concern
are investigated using pure and applied research strategies, with the latter
strategies being adopted by contracted private and public organizations; the
most important of these contracts are those with the River Authority and
Inter-Regional Agency of the Po River, as well as those with the Environmental
boards of the Emilia-Romagna Region and the Parma District.
Research relating to groundwater involves an investigation and analysis of flux and the problems relating to water transport; in particular, the mathematical modelling of water flux in regional aquifers is utilized with the aim of finding new and more efficient strategies for the management of water resources. Experimental, theoretical and numerical studies are performed with a view to assessing groundwater quality. New methodologies are derived from field investigations, resulting in an improvement in the quality, condition and efficiency of aquifers, and an attendant reduction in the cost of subsequent monitoring and maintenance. Theoretical and numerical studies simulating pollution transport in groundwater are in progress; they include the detailed description of the development of the pollution event (direct problem), and the identification of hydraulic parameters (inverse problem) affecting the behaviour of aquifers.
The main topics of
research in Hydraulics include the experimental analysis of turbulence in
gravity waves in the breaking condition and swash zone, in collaboration with
Italian and foreign universities involved in European projects. There is a
specific interest on the rheology and dynamics of granular systems and
non-Newtonian fluids, free surface-flow instabilities, free surface and
turbulence interaction and sediment transport in sheet flow conditions. The
methodology used is both experimental and theoretical. A new optical instrument
for measuring 2-D tangential velocity has been developed (patent pending).
In addition to these
investigations, we consider cultural aspects that deal with the more
traditional subjects in the field of Hydraulic Structures, such as those
relating to the design, structure and placement of aqueducts, sewer systems,
spillways and stilling basins of dams, bank protection with dykes, deflectors
etc..
Research in these areas
is conducted using mathematical modelling and an experimental approach in the
Department Hydraulic Laboratory.
In particular, advanced research is centred on the following topics:
-
Experimental and
numerical investigation of flood routing and flooding caused by inadequate river
conveyance or dam and levee breaking;
- Analysis of embankment
seepage in saturated and unsaturated conditions;
- Design and management of
aqueduct networks, from a quantitative point of view and in terms of the
quality of delivered water coming from different sources and/or after quality
treatment;
-
Development of
theoretical and numerical procedures for the tracking of pollutant release in
aquifers; monitoring release history allows a better forecast of the behaviour
of the pollutant and is considered a
crucial factor in environmental forensics;
-
Experimental investigations concerning swash zone dynamics;
- Experimental
investigations centred on the interaction between strong intensity turbulence
and the free surface;
- Analytical
investigations on the generation of finite-magnitude roll waves of
non-Newtonian fluids;
- Experimental investigation of the force on an obstacle due to a granular
stream;
- Mathematical modelling
of sediment and pollutant transport at the basin and branch scale, with land
description by means of DEM.
An optical instrument for measuring 2-D tangential velocity; patent
pending No PR2004A000002, 2004.
National Scientific Research
Programs (MIUR-COFIN)
Groundwater transport of toxic and radioactive
pollutants: modeling and experiments for the direct and inverse problem
solution.
National coordinator:
prof. Marzio Marseguerra (Polytechnic of Milan). Local coordinator
prof. Maria Giovanna Tanda. Years 2002-2004.
Groundwater transport of toxic and radioactive
pollutants in natural and artificial porous media: models and experiments.
National coordinator:
prof. Marzio Marseguerra (Polytechnic of Milan). Local coordinator
prof. Maria Giovanna Tanda. Years 2004-2006.
INCORE - Integrated Concept for Groundwater
Remediation (Contract No. EVK1-CT-1999-00017).
Local coordinator
(for the Unit of the Polytechnic of
Milan) prof. Maria Giovanna Tanda. Years 2000-2003.
- Società
Sangemini S.p.A. “Semi-quantitative
Numerical model of the Sangemini aquifer”, Scientific responsible prof. Maria Giovanna Tanda. Years 2002-2003.
- Inter-Regional Agency of the Po river (AIPO) “ Flooding scenarios due to levee breaking in the
- River Po Authority “Flooding
scenarios in area between
-
Inter-Regional Agency of the
- Regione Emilia Romagna (Servizio Difesa del Suolo) “Analysis of hydraulic protection of
- Amministrazione provinciale di
- Amministrazione Provinciale di Genova “Physical model of the confluence of the Varenna stream
and of Cantalupo stream”, Scientific responsible
prof. Maria Giovanna Tanda. Year 2004.
prof. Paolo Mignosa
prof. Massimo Ferraresi
prof. Francesca Aureli
prof. Andrea Maranzoni
prof. Andrea Zanini
ing. Marco D'Oria
ing. Renato Vacondio
ing. Donato Citarella

Figure
1 Mathematical model of the Sangemini aquifer

Figure
2. Experimental (upper picture) and numerical
(lower picture) water level results after a dam break.

Figure 3. Granular velocity in the presence of a circular
cylinder. PIV measurements.